微生物菌剂对不同废水的适配试验

采用15种不同的微生物菌剂,以葡萄糖配水、中药提取废水、啤酒废水、氨氮配水等为基质,分别测定了微生物菌剂的耗氧速率和厌氧比产甲烷速率,以单位菌剂对不同基质的耗氧速率和厌氧比产甲烷活性为指标,比较了各菌剂对废水的适配性.根据测定结果选择活性高的菌剂,在试验室进行了菌剂对废水的连续处理试验.结果表明,不同菌剂对同一种废水的好氧或厌氧活性不同,同种菌剂对不同废水的好氧和厌氧活性不同.废水的连续处理试验取得良好的处理效果.No.8菌剂处理葡萄糖配水,系统有机负荷最高可达(COD)10.8 g L-1d-1,COD去除率可达90%以上;采用No.10菌剂处理氨氮配水,好氧氨氮负荷可达(NH4-N )1.42 g L-1d-1,厌氧氨氮负荷可达(NH4-N )0.3 gL-1d-1,系统NH4-N 去除率可达90%以上.图2表3参8     

磺胺嘧啶在水中的微生物降解研究

为了探明磺胺嘧啶在水中的环境行为,通过室内模拟降解实验分别研究了磺胺嘧啶在湖水和猪场废水中的好氧和厌氧微生物降解,考察了供氧方式和有机质含量对磺胺嘧啶微生物降解的影响。结果表明:磺胺嘧啶在猪场废水中厌氧微生物降解速率高于其好氧组,而磺胺嘧啶在湖水中厌氧微生物降解速率低于其好氧组。磺胺嘧啶在湖水和猪场废水中的好氧或厌氧微生物降解均较缓慢,这可能与其较强的抑菌性和微生物的营养状况有关。通过微生物培养还研究了好氧降解时磺胺嘧啶对湖水中微生物种群生长的影响,数据显示:磺胺嘧啶对湖水和猪场废水中细菌的生长具有一定的刺激作用,而对真菌和放线菌的生长影响不明显。     

厌氧-好氧一体式折流板反应器处理淀粉废水的启动运行

采用厌氧-好氧一体式折流板反应器,处理马铃薯淀粉废水,以淀粉废水排放口底泥作为接种污泥,可以实现快速启动。启动过程的结果表明:在温度为2 5℃～35℃,总水力停留时间(HRT)为5 4h ,容积负荷从0 .5kg/ (m3 ·d)逐渐升高到3.0 8kg/ (m3 ·d)时,第11d就将反应器启动成功,前3级厌氧反应器总的去除率达到75 % ,厌氧-好氧一体式折流板反应器总的去除率达到96 %。而后逐渐提高容积负荷,当容积负荷为10 .0kg/ (m3 ·d)时,COD去除率最高为96 % ,出水水质达到或接近国家污水排放二级标准(GB 8978- 96 )。     

异养硝化微生物菌剂及其好氧颗粒污泥的脱氮试验

在3个相同的反应器(No.1、No.2、No.3)中,向活性污泥中投加异养硝化微生物菌剂,以批次试验和SBR试验的方式,研究了异养硝化微牛物菌剂对模拟废水的处理效果.结果表明,该菌剂可以大幅度提高活性污泥对氨氮和COD的去除率.批次运行试验中,反应器No.1运行3 d,氨氮去除率大于98.11%,COD去除率大于99%.该投加菌剂的活性污泥每克干污泥的脱氮能力为15.77 mg d-1.以SBR方式运行16 d的试验中,可能是由于功能菌株的流失导致3个反应器的脱氮效果有逐步降低的趋势.采用该异养硝化脱氮微生物菌剂培育出的异养硝化好氧颗粒污泥对模拟废水进行了脱氮试验.在较低运行温度(11～13℃)下以SBR方式运行10 d,反应器处理效果稳定,氨氮去除率70.75%～76.42%,COD去除率在90%以上.该异养硝化好氧颗粒污泥每克干颗粒的脱氮能力为372.00 mg d-1.以上试验都没有发现硝酸氮和亚硝酸氮的积累.图5表1参19     

废水处理一体化生物反应器的发展

废水处理的一体化生物反应器由于具有投资少、占地小、管理运行方便等特点备受青睐.较早的有一体化氧化沟、SBR反应器、一体式膜生物反应器等.随着一体化反应器的发展,生物膜法被结合起来作为主体工艺,另外好氧工艺也与厌氧/缺氧工艺结合起来,出现了很多系统有机负荷更高、抗冲击能力更强、脱氮除磷效果更好的新式一体化反应器,如AmOn一体化生物反应器、五箱一体化反应池、一体化生物转筒反应器IBDR、A/O一体式曝气生物滤池等.一体化生物反应器的发展适应我国国情,具有广阔的应用和发展前景.参37     

SMBBR工艺处理生活污水脱氮效能及其微生物多样性

微生物是生物膜法处理技术的核心,微生物多样性的研究对于生物膜法去除污染物的机理探讨具有重要意义.采用特异性流化床生物膜反应器(Special Moving-Bed Biofilm Reactor,SMBBR)处理城市生活用水,并利用IlluminaHiSeq高通量测序技术对各反应器的微生物分布以及菌群与环境因子的相关性进行研究.结果显示,在水温20-30℃、上清液回流比为150%、DO为4 mg/L、水力停留时间为18 h的条件下,SMBBR对氨氮的去除率高达96.7%;SMBBR的好氧反应器和厌氧反应器的生物膜微生物种群结构组成存在不同,但优势微生物种群均为变形菌门(Proteobacteria)和厚壁菌门(Firmicutes).在属的水平检测到好氧反硝化菌红细菌(Rhodobacter)、陶厄氏菌属(Thauera),以及氨氧化细菌(Ammonia-oxidizing bacteria,AOB)亚硝化单胞菌(Nitrosomonadales)等.另外,DO是影响微生物群落结构最显著的环境因子.本研究表明环境因子会影响微生物群落替演,好氧反硝化以及氨氧化反应可能是SMBBR工艺中重要的脱氮机制.     

嗪吡嘧磺隆在土壤和沉积物中的降解

采用室内模拟实验法,测定了嗪吡嘧磺隆在好氧与积水厌气(或厌氧)条件下的土壤降解和水-沉积物降解特性.研究结果表明,嗪吡嘧磺隆在好氧条件下,江西红壤、太湖水稻土、东北黑土中降解速率分别为0.041、0.008、0.004 d-1,积水厌气条件下分别为0.028、0.023、0.005 d-1,不同类型土壤中降解快慢顺序为:江西红壤太湖水稻土东北黑土,在太湖水稻土和东北黑土中积水厌气条件更有利于其降解,且土壤p H值是影响土壤中降解速率的主要因素;水-沉积物降解中,好氧条件下河流与湖泊水-沉积物系统中农药总量的降解速率分别为:0.031、0.032 d-1,厌氧条件下的降解速率分别为0.035、0.041 d-1,湖泊体系的降解速率快于河流体系,厌氧条件下降解速率快于好氧条件,且嗪吡嘧磺隆在水-沉积物体系中主要存在于水体中,系统降解速率主要受水体中的降解速率影响.可见,嗪吡嘧磺隆在中性至碱性土壤中具有较强稳定性,进入水-沉积物系统时主要分布于水体当中,可能会对水体和土壤环境造成一定的污染影响.     

连续流微生物电解池处理有机废水同步生产甲烷北大核心CSCD

为进一步提高有机废水的厌氧处理效率,同时实现能源物质的回收,采用微生物电解池并结合连续流工艺处理有机废水并同步回收甲烷,系统地研究不同水力停留时间、有机负荷、外加电压对微生物电解池内基质浓度的降解、甲烷生产速率等方面的影响.结果表明,在同一有机负荷下,随着外加电压(0.6 V,1.0 V,1.2 V)的升高,微生物电解池COD的去除效率和甲烷生产率也同时提高.在进水COD浓度为1 178 mg L-1、水力停留时间为8 h、外加电压为1.2V的条件下,其COD去除率、甲烷浓度、甲烷产生速率分别为97.7%、96%、1 071 m L L-1 d-1,较普通厌氧发酵(对照组)分别提高了31.5%、13.6%、123%;当进水COD浓度为4 812 mg L-1、水力停留时间为20 h、外加电压为1.2 V时,甲烷的产生速率达1 888 m L L-1 d-1,达理论产率的98.0%,而此条件下对照组甲烷产生速率仅为理论值的64.9%.说明连续流微生物电解池能够明显提高有机废水的处理效率,并实现处理过程中稳定回收甲烷的目的.高通量分析结果显示:微生物电解池阳极碳毡优势菌群为methanogens与Geobacter sp.,其丰度分别占总菌群的53.3%和7.5%,而对照组碳毡相应丰度仅为25.2%和0.7%.此外,研究发现有机负荷与电解池能量的消耗呈负相关,当外加电压为0.6 V时,有机负荷由3.5 kg m-3d-1提升至5.7 kg m-3d-1时,电解池能量消耗降低了79.3%.据此认为,通过优化水力停留时间和外加电压来处理有机废水并同步生产甲烷是可行的.     

麦秸与奶牛场废水高固体混合厌氧发酵产甲烷研究

在实验室条件下,以麦秸和奶牛场废水为原料,设计麦秸与奶牛场废水质量比1∶4(T1)、1∶3(T2)和1∶2(T3)以及对照(麦秸与水质量比1∶4(T4))4个处理,研究发酵过程中日产气量、甲烷含量、发酵前后麦秸理化特性和结构的变化.结果表明,奶牛场废水与麦秸在中温、高固体条件下,厌氧发酵可以正常进行,且产气期延长2周以上,对甲烷含量的影响不大;厌氧发酵初始TS浓度对系统产气的影响较大,麦秸产气量随TS浓度的增加而降低,以T1的产气效果最好,麦秸TS产气量为0.41 L.g-1,较T4提高了17.14%,平均甲烷含量为48.78%;厌氧发酵后,麦秸半纤维素含量大幅降低,纤维素含量少许降低,降低幅度均为T1>T2>T4>T3,木质素含量稍有增加,各处理间无显著差异(P>0.05);FTIR和XRD的结果表明,厌氧发酵后,麦秸纤维素结晶区的相对含量增加,混合发酵可以促进厌氧微生物对麦秸纤维素结晶区的破坏.将麦秸与奶牛场废水(质量比)1∶4混合发酵产沼气是可行的,且促进了厌氧微生物对麦秸有机物的分解破坏,提高了麦秸产气量.     

一株光合细菌的分离鉴定及污水处理能力研究

光合细菌(photosyntheticbacteria,简称PSB)是一种在自然界广泛存在的具有光能合成体系的原核微生物,除可用作饲料添加剂外,还具有在好氧、微氧、厌氧多种条件下代谢废水中有机化合物、难降解卤化物等的能力,具有一定的工农业应用前景。本实验以实验室废水处理反应器活性污泥为材料,采用液体富集培养、平板反复划线分离方法,得到一株光合细菌,命名为PSB-O。经菌落形态特征、细胞形态特征、活细胞光吸收光谱特征、生理生化特性及16SrRNA基因分析,将PSB-O菌株鉴定为Rhodopseudomonassp.。将该菌用于连续培养反应器处理合成有机废水试验,结果表明PSB-O可以有效去除合成有机废水中的COD,在稀释率为0.025h-1时去除率达到最高62.8%,可以用于有机废水处理。     

竹炭固定床-聚氨酯流化床一体化反应器处理生活污水

为解决剩余污泥问题,研制了产泥率少的片状竹炭固定床-聚氨酯切块流化床一体化反应器,在保证流化床高浓度微生物的同时,维持竹炭固定床的好氧,兼性厌氧,以实现污泥的原位分解.试验采用南京林业大学紫湖溪生活污水,COD为140—170 mg·L-1,TP为1—2 mg·L-1,TN为35—45 mg·L-1,氨氮25—30 mg·L-1,SS为35—40 mg·L-1.反应器在第30 d启动成功.稳定的运行结果显示,水力停留时间为10 h时,反应器对有机物的去除效果较好,出水中COD、TN、TP、氨氮的浓度分别为19 mg·L-1、7 mg·L-1、0.47 mg·L-1、4.5 mg·L-1,去除率达到87%、76%、72%、84%,出水中各指标均满足《城镇污水处理厂污染物排放标准》(GB18918—2002)中的一级B排放标准.经竹炭固定床处理的出水SS浓度很低,长期维持在14 mg·L-1左右,二沉池出水中的SS平均浓度为12.7 mg·L-1,整个反应器对二沉池依赖性较小.     

Treatment of spent wash in anaerobic mesophilic suspended growth reactor (AMSGR)

Approximately 400 KL of spent wash or vinasse per annum is generated at an average COD concentration of 100,000 mg/l, by over 250 distilleries in India. There is an urgent need to develop, assess and use ecofriendly methods for the disposal of this high strength wastewater. Therefore, an attempt was made to investigate a few aspects of anaerobic digestion of spent wash collected from a distillery. The study was carried out in a 4 L laboratory scale anaerobic mesophilic suspended growth reactor. After the successful startup, the organic loading was increased stepwise to assess the performance of the reactor. During the study period, biogas generated was recorded and the maximum gas generated was found to be 16.9 L at an Organic Loading Rate (OLR) of 38 g COD/L. A 500% increase in the Volatile Fatty Acid (VFA) concentration (2150 mg/L) was observed, when the OLR was increased from 38 to 39 g COD/L. During the souring phase the removal of COD, Total Solids (TS) and Volatile Solids (VS) were in the order of 52%, 40% and 46% respectively. The methane content in the biogas varied from 65% to 75%.     

Performance of a hybrid anaerobic-contact oxidation biofilm baffled reactor for the treatment of decentralized molasses wastewater

A novel hybrid anaerobic-contact oxidation biofilm baffled reactor （HAOBR） was developed to simultaneously remove nitrogenous and carbonaceous organic pollutants from decentralized molasses wastewater in the study. The study was based on the inoculation of anaerobic granule sludge in anaerobic compartments and the installation of combination filler in aerobic compartments. The performance of reactor system was studied regarding the hydraulic retention time （HRT）, microbial characteristics and the gas water ratio （GWR）. When the HRT was 24h and the GWR was 20：1, total ammonia and chemical oxygen demand （COD） of the effluent were reduced by 99% and 91.8%, respectively. The reactor performed stably for treating decentralized molasses wastewater. The good performance of the reactor can be attributed to the high resistance of COD and hydraulic shock loads. In addition, the high solid retention time of contact oxidation biofilm contributed to stable performance of the reactor.     

水华蓝藻厌氧发酵工艺技术研究

以太湖水华蓝藻为底物,用改进的CSTR(continuous stirred tank reactor)工艺,研究了不同有机负荷条件下蓝藻厌氧发酵相关参数与蓝藻藻毒素的去除效果.结果表明:在(35±1) ℃条件下,逐步提高有机负荷,系统运行稳定,有机负荷最高可达3.53 kg·m-3·d-1,此时最大容积产气率达0.89 m3·m-3·d-1,COD去除率在70%左右,甲烷体积分数达60%以上.不同负荷条件下,出料中藻毒素(MC-RR、MC-LR)检测均为阴性,已达无害化处理要求,表明该工艺可以有效处置水华蓝藻,实现能量回收与无害化处理的目标.     

Practical consideration for design and optimization of the step feed process

Based on the anoxic/oxic (A/O) step feed process, a modified University of Cape Town (UCT) step feed process was developed by adding an anaerobic zone and adjusting sludge return pipeline. Performance evaluation of these two types of processes was investigated by optimizing operational parameters, such as the anaerobic/anoxic/oxic volumes, internal recycle ratios, and sludge retention times, for removal of chemical oxygen demanding (COD), nitrogen, and phosphorus. Results showed high removal efficiencies of COD of (85.0±1.7)%, ammonium of (99.7±0.2)%, total nitrogen (TN) of (85.5±1.7)%, phosphorus of (95.1±3.3)%, as well as excellent sludge settleability with average sludge volume index of (83.7±9.5) L·mg^-1 in the modified UCT process. Moreover, (61.5±6.0)% of influent COD was efficiently involved in denitrification or phosphorus release process. As much as 35.3% of TN was eliminated through simultaneous nitrification and denitrification process in aerobic zones. In addition, the presence of denitrifying phosphorus accumulating organisms (DNPAOs), accounting for approximately 39.2% of PAOs, was also greatly beneficial to the nitrogen and phosphorus removal. Consequently, the modified UCT step feed process was more attractive for the wastewater treatment plant, because it had extremely competitive advantages such as higher nutrient removal efficiencies, lower energy and dosages consumption, excellent settling sludge and operational assurance.     

不同进水有机物浓度下移动床生物膜反应器(SBMBBR)脱氮除磷特性

考察了不同进水有机物浓度下厌氧/好氧序批式移动床生物膜反应器（SBMBBR）污染物去除特性,实验结果表明,SBMBBR能够实现低碳源污水中氮和磷的同步去除,在进水TN和TP浓度分别为116.7 mg.L-1和11.5 mg.L-1、COD浓度为456 mg.L-1的条件下,TN和TP去除率分别达到94.3%和92.2%以上.反应器除磷是基于常规生物除磷和反硝化除磷过程实现的,脱氮主要是基于好氧段发生的同时硝化反硝化（SND）作用而完成.由于生物膜内部存在的DO扩散梯度,在好氧阶段混合液DO浓度不断提高的条件下反应器内具有良好SND反应的发生.进水COD浓度由149 mg.L-1提高至456 mg.L-1的过程中,反应器硝化效果不变,反硝化和除磷效果改善.反应器在好氧阶段pH值基本维持在7.0—7.1之间,为各类菌群的生长创造了条件.碱度变化较pH值更能反映硝化和反硝化反应发生的程度.反应器中微生物相丰富,生物膜以丝状菌为骨架,其上附着大量的球状菌和杆状菌,而悬浮活性污泥中丝状菌较少,形成了由细菌、真菌到原生动物和后生动物的复杂的生态体系,为系统取得稳定的污水处理效果提供了有效的保证.     

流化床三维电极电催化氧化深度处理焦化废水

研究了以焦粒为粒子电极的流化床三维电极反应器对二级生化处理后的焦化废水进行深度处理。结果表明：采用以焦粒为粒子电极的流化床三维电极反应器能有效降解废水中的有机物,COD去除率依赖于粒子投加量、电流密度、电导率、pH值、曝气量等操作参数的影响。在电导率（以S计）为7.1 m.cm-1,曝气量为160 L.h-1,电流密度（以A计）为48 m.cm-2,pH值为5.0,投加量30 g.L-1时,电解30 min,COD的去除率超过60%,表明流化床三维电极反应器在焦化废水深度处理中有很好工程应用前景。     

Concept and application of anaerobic suspended granular sludge bed （SGSB） reactor for wastewater treatment

Bed expansion serves an important function in the design and operation of an upflow anaerobic reactor. An analysis of the flow pattern of expanded granular sludge bed （EGSB） reactors shows that most EGSB reactors do not behave as expanded bed reactors, as is widely perceived. Rather, these reactors behave as fluidized bed reactors based on the classic chemical reactor theory. In this paper, four bed expansion modes, divided as static bed, expanded bed, suspended bed, and fluidized bed, for bioreactors are proposed. A high-rate anaerobic suspended granular sludge bed （SGSB） reactor was then developed. The SGSB reactor is an upflow anaerobic reactor, and its expansion degree can be easily controlled within a range to maintain the suspended status of the sludge bed by controlling upfiow velocity. The results of the full-scale reactor confirmed that the use of SGSB reactors is advantageous. The full-scale SGSB reactor runs stably and achieves high COD removal efficiency （about 90%） at high loading rates （average 40 kg-COD·m^-3·d^-1, maximum to 52 kg·COD·m^-3 ·d^-1） based on the SGSB theory, and its expansion degree is between 22% and 37%.     

Anaerobic degradation of coconut husk leachate using UASB-reactor

Reffing of coconut husk, the majorprocess in quality coir fibre extraction, causes serious pollution with brackish water lagoons of Kerala. An attempt is made to treat the coconut husk leachate by using a laboratory scale UASB-reactor The experiment was conducted with loading of leachate from 1 kg of fresh coconut husk. The anaerobic treatment was done continuously The parameters like VFA, pH, COD and polyphenols were analysed regularly during the evaluation of the reactor performance. The polyphenol, VFA and COD were diminished gradually with time. The pH of the reactor during the study was found to be in the range of 6-8. The biogas production was increased with loading and about 82% of the total COD/kg husk could be converted to biogas. The maximum polyphenol loading in the reactor was reached to about 298.51 mg/l of husk.     

Anaerobic treatment of wastewater containing methanol in upflow anaerobic sludge bed (UASB) reactor

The direct conversion of methanol into methane is the main process in anaerobic treatment of methanol containing wastewater. However, acetic acid can also be produced from methanol theoretically, which may probably result in an abrupt pH drop and deteriorate the anaerobic process. Therefore, it is interesting to know what would really happen in an anaerobic reactor treating methanol wastewater. In this study, an up-flow anaerobic sludge bed (UASB) reactor treating methanol wastewater was operated. The chemical oxygen demand (COD), acetic acid and pH of the effluent were monitored at different loadings and influent alkalinity. The results showed that the anaerobic reactor could be operated steadily at as low as 119 mg/L of influent alkalinity and high organic loading rate with no obvious pH drops. Volatile fatty acids accumulation was not observed even at strong shock loadings. The microorganisms in the sludge at the end of the test became homogeneous in morphology, which were mainly spherical or spheroidal in shape.